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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹29.0 L+₹6.4 L (28.5%)Rejected-Finance | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹34.4 L+₹11.8 L (52.5%)Rejected-Finance | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹36.8 L+₹14.2 L (63.0%)Rejected-Finance | L4 | Rejected-Finance Being L4 |
Tender Value
₹37.0 L
EMD Value
₹74,100
Closing Date
31 May 2021, 6:00 pmClosed
GE (I) (P) Fy Jabalpur
GE (I) (P) Fy Jabalpur PO - Khamaria PIN - 482005
SPECIAL REPAIR TO SECURITY WALL AROUND CAMP AREA OF CPE AT CPE ITARSI UNDER GE (I) (P) FY JABALPUR
2021_MES_440099_1
8388/ITA/E8
Open Tender
Civil Works
Item Rate
240 days
Itarsi
As per eNIT
7 documents required · 7 mandatory
₹500
GE (I) (P) Fy Jabalpur
₹74,100
Yes
12 Aug 2021
3 May 2021
5 Jun 2021
3 May 2021
31 May 2021
17 May 2021
Amount
M&L Demolition of Cement concrete (Unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
M&L Demolition of Cement concrete (Reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
Demolition of brick work built in cement mortar including all quoins, arches, pillars etc. complete all as specified and as directed including removal of debris.
Taking down/dismantling loose/damage concrete/ granite including plaster of any description and in any position from RCC structures like chajja, fins, roof ceiling, louvers, parapet, column, beam, and of lintel by hammering with wooden mallets carefully chipping off the old concrete surface with necessary scaffolding including cutting of rusted reinforcement if so required and disposal of old debris to outside the premises complete all as specified and as directed.
Taking down cement or cement plaster on brick walls or concrete surfaces etc including raking out joints, hacking for key scrubing down with water etc complete all as specified and as directed.
Dismantling wrought or mild steel work of any description complete all as directed and specified.
Dismantling of galvanised barber wire from the existing fencing complete all as specified and as directed.
Material and labour for providing cement concrete 1:4:8 type D2 (40 mm stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.
Material and labour for providing cement concrete 1:2:4 type B1 using 20mm graded aggregate as in bed block/coping, for emberdding angle post and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones bed plates etc including necessary form work complete all as specified and as directed.
M&L for Broken Glass to coping on top of wall with 25mm thick Cement mortar 1:3, with a rounded or weathered finish embedding the broken glass of 63mm gauge (appx) at the rate of 10kg of glass per sqm of renered surface, jogged edges of the glass shall be projected all as specified and directed.
M&L for brickwork with sub class 'B' bricks straight or curved on plan exc. 6m mean radius built in cement mortar 1:6 complete all as specified and as directed.
All as per item No. 11 above but except bricks complete all as specified and as directed.
Material and labour for rendering 15mm thick in cement mortar (1:6) on fair faces of brickwork or concrete wall surfaces, finished the surface even and smooth without using extra cement complete all as specified and as directed.
Material and labour for rendering 15 mm thick on other than fair faces of brick work or concrete surfaces in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed.
Excavating over areas, under floor n exc 1.5m deep and getting out soft/loose soil of below floor complete all as specified and as directed.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m depth in soft /loose soil etc complete all as specified and directed.
Excavation in trenches not exceeding 1.5m wide for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 Sqm on plan and exceeding 1.5 m but not exceeding 3.0 m depth in soft /loose soil etc complete all as specified and directed.
Excavation in trenches not exceeding 1.5m wide for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 Sqm on plan and exceeding 3.0 m but not exceeding 4.5 m depth in soft /loose soil etc complete all as specified and directed.
Removal of excavated materials exceeding 1.5 Km but not exceeding 5 Km and depositing where directed complete all as specified and directed.
Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed.
Material and labour for Shingle filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled, and blinded with earth and rammed including watering complete all as specified and directed.
Material and labour for Reinforced cement concrete (nominal mix) type B-1, 1:2:4 (using 20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc complete all as specified and directed.
Material and labour for Reinforced cement concrete (nominal mix) type B-1 1:2:4 (using 20mm graded aggregate) in Columns, pillars, piers, posts and struts complete all as specified and directed.
Material and labour for Reinforced cement concrete (nominal mix) type B-1 1:2:4 (using 20mm graded aggregate) in wall, reaining walls, basement wall, ballast walls etc complete all as specified and directed.
Mild Steel TMT bar 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Mild Steel TMT bar 5mm dia and over upto and including 10mm dia as in stirrups, spacers & binders cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Material and labour Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attahced pillasters buttresses, etc vertical or to batter for flat rough finished surface of concrete complete all as specified and directed.
Formwork to sides of Rough finished surfaces of concrete as flat for foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical complete all as specified and as directed.
Formwork to sides of Rough finished surfaces of concrete as flat for pillars, posts, struts, piers, columns, lintel beams, roof beams and stanchions complete all as specified and as directed.
M & L for walling of random rubble uncoursed well bonded bedded and solidly hearted built in CM 1:6 laid complete all as specified and as directed.
M&L for 300mm dia RCC pipes class NP-2 laid in trenches and jointed with cement mortar and tested complete all as specified and as directed.
M&L for preparation of newly plastered surface of wall and applying two coats of cement base paint over one coat of primer complete all as specified and as directed.
M&L for complete removal of all existing treatment including preparation of old surface and two coat of Cement Base Paint on old painted surface complete all as specified and as directed.
M&L for cutting out cracks to "V" section in existing roof, terracing and brick wall, RCC Beam, ceiling including cleaning out, wetting and grouting with cement and sand slurry 1:3 complete all as specified and as directed.
Supply and fixing mild steel angle iron post and struts,angle iron horn as in fencing and cutting tops to shape as directed, drilling holes, notching for wire etc, including all necessary drilling, bolting or rivetting etc and similar work conforming to Fe - 290 Gde E - 165 complete all as specified and as directed.
S&F Galvanized, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of posts, straining bolts, standard bolt, including securing or tying at crossing with and including provision of galvanized mild steel wire staples or steel pins, etc complete all as specified and directed (Each line of wire to be measured for the purpose of payment).
All as per item No. 36 here-in-before but restringing and rescrubbing only including making good staple complete all as specified and as directed.
M&L for one coat of synthetic enamel paint on old painted on steel surfaces of any description over 10cm width or girth including preparation of old painted steel surfaces of complete all as specified and as directed.
Material and labour for two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer to new steel surface including preparation of surfaces exceeding 10cm with or girth complete all as specified and as directed.
Supply and fix in repair PVC (SWR) pipe 150 mm bore, single socketed, in any length with rubber ring joints fixed wall including PVC clip complete all as specified and directed.
M&L Aluminium Composite Panels (ACP) of exterior grade for cladding near entrance of alucobond/Alstrong/Eurobond/Everest for external wall/column/canopy claddig in combination of solid/Metallic colours, including all necessary frame work and complete weather sealing. The composit panel should consist of 3mm thermoplastic core of LDPE sandwiched between 2 skins of 0.5mm thick aluminium sheet (alloy designation 310S) making a total panel thickness of 4mm. The surface will be funished with Lumiflon based flourcarbon coating on top sides and service coating on reverse side. Coating shall conform to specification of specification of ECCA/AAMA and conforming to the mechanical properties of panel as per detailed technical specification. The system shall be fixed using GI brackets and stailess steel bolts and nut complete with spring washers and cap nuts and other necessary accessories. The bracket support shall be designed as per manufactures specification and shall be with stand a wind pressure of minimum 150 Kg/Sqm including hardware shall be corrosion resistant frame out of anodised aluminium members all as specified and directed.
M&L for structural steel work as in truss, rafter purling, made out of anglle/Hollowpipe/tube section including jointing cleats, plates flat iron, gusset plates, rails, braces etc Fe - 290 Gde E - 165 Quality complete all as specified and as directed.
Taking down mild steel gate exc 1.50 Sqm & n xc 4.00 Sqm each including making good complete all as specified and as directed.
Supply and fixing for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc, complete, drilled for fixing of steel sheeting or other covering. Doors, brackets of angle for chajja, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing conforming to Fe - 290 Gde E - 165 complete all as specified and as directed.
Clearing away all grass vegetation ,saplings, shrubs, brush wood undergrowth roots and trees not exceeding 30 CM girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance soft/loose soil and getting out complete all as specified and as directed.
pyarelal galar
M/s SHIVRATAN CONSTRUCTION
Vee kay construction
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